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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.0 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹8.2 L+₹25,177.20 (3.15%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | Rejected-Technical MALLASSERRY MUKKU PONTHANALILPADI ROAD RECONCRETING WARD 2 | - | Rejected-Technical L3 | |
| 4 | Rejected-Technical | - | Rejected-Technical L4 |
Tender Value
₹10.2 L
EMD Value
₹25,388
Closing Date
20 Feb 2024, 5:00 pmClosed
Assistant Engineer
o/o of the Assistant Engineer LID and EW Pramadam GP
Pramadom GP (132/23-24)-Lakkoor St Marys junction Mundakkamuruppu Chappathupadi Canal road Maintenance in Ward 18
2024_LSGD_657459_3
T7E AE LID and EW PRDM 23-24
Open Tender
Civil Works - Roads
Item Rate
120 days
Pramadom GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹25,388
Yes
15 Apr 2024
13 Feb 2024
22 Feb 2024
13 Feb 2024
20 Feb 2024
13 Feb 2024
Amount
Road maintenance
11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth
75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
OD380591/2023-2024:Filling with contractor own earth (excluding Rock) in open areas in layers not exceeding 20 cm in depth consolidating layer by ramming and watering lead up to 50 m and lift up to 1.50 m as per direction of Site Engineer in charge
AMR BUILDERS AND DEVELOPERS
G. ANIL KUMAR
K J BIJU
Bidder Name
JOSE A
G. ANIL KUMAR
K J BIJU
AMR BUILDERS AND DEVELOPERS
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1016221.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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